Rock and Soil Mechanics ›› 2022, Vol. 43 ›› Issue (10): 2852-2860.doi: 10.16285/j.rsm.2021.2139
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
SU Xin-bin1, 2, LIAO Chen-cong1, 2, LIU Shi-ao2, ZHANG Lu-lu2
CLC Number:
[1] | DENG Bo, YANG Ming-hui, WANG Dong-xing, FAN Jun-wei, . Failure mode and active earth pressure calculation of unsaturated soil behind rigid retaining wall [J]. Rock and Soil Mechanics, 2022, 43(9): 2371-2382. |
[2] | DING Yu, JIA Yu, WANG Xuan, ZHANG Jia-sheng, CHEN Xiao-bin, LUO Hao, ZHANG Yu, . Influence of particle size distribution and initial dry density on the characteristics of subgrade mud pumping [J]. Rock and Soil Mechanics, 2022, 43(9): 2539-2549. |
[3] | LI Ming-feng, WANG Yong-zheng, ZHANG Ting-ting, . Experimental study of cyclic dynamic behaviors of saturated soft clay in three-dimensional stress state [J]. Rock and Soil Mechanics, 2022, 43(6): 1523-1532. |
[4] | ZHOU Yang, CHEN Yong-hui, KONG Gang-qiang, CHEN Long, CHEN Geng. Pile-soil stress ratio and settlement of in-situ shallow solidification-combined pipe-pile composite foundation under embankment load [J]. Rock and Soil Mechanics, 2022, 43(3): 688-696. |
[5] | ZHOU Rong-ming, WENG Xiao-lin, LI Lin, HOU Le-le, . Elastoplastic model of quasi-saturated clay considering gas phase hardening [J]. Rock and Soil Mechanics, 2022, 43(11): 2963-2972. |
[6] | ZHANG Chuan-qing, GUO Yu-hang, XU Jin-shun, LIU Ning, XIE Qi-ming, CUI Guo-jian, ZHOU Hui, . A new method for evaluating rock joint roughness based on power spectral density [J]. Rock and Soil Mechanics, 2022, 43(11): 3135-3143. |
[7] | JIANG Wen-hao, LI Jiang-shan, HUANG Xiao, CHENG Xin, WAN Yong, . Analytical solution for one-dimensional consolidation of saturated clay considering partial drainage boundary under non-isothermal distribution condition [J]. Rock and Soil Mechanics, 2022, 43(10): 2744-2756. |
[8] | YIN Xiao-ka, DU Si-yi, WANG Tao-tao. Experimental study of relationship between sand liquefaction and CFG pile construction parameters [J]. Rock and Soil Mechanics, 2021, 42(9): 2518-2524. |
[9] | FAN Xiang, DENG Zhi-ying, CUI Zhi-meng, HE Zhong-ming, LIN Hang, . A new peak shear strength model for soft-hard joint [J]. Rock and Soil Mechanics, 2021, 42(7): 1861-1870. |
[10] | LIU Kang, CHEN Guo-xing, WU Qi, MA Wei-jia, QIN You, . Effects of cyclic loading directions on liquefaction characteristics of saturated coral sand [J]. Rock and Soil Mechanics, 2021, 42(7): 1951-1960. |
[11] | WANG Jing, XIAO Tao, ZHU Hong-hu, MEI Guo-xiong, LIU Zheng-yuan, WEI Guang-qing, . Study on bearing capacity of permeable pipe pile by field optical fiber monitoring [J]. Rock and Soil Mechanics, 2021, 42(7): 1961-1970. |
[12] | HUANG Na, JIANG Yu-jing, CHENG Yuan-fang, LIU Ri-cheng, . Experimental and numerical study of hydraulic properties of three-dimensional rough fracture networks based on 3D printing technology [J]. Rock and Soil Mechanics, 2021, 42(6): 1659-1668. |
[13] | SUN Zeng-chun, GUO Hao-tian, LIU Han-long, WU Huan-ran, XIAO Yang, . A thermo-elasto-plastic constitutive model for saturated clay based on disturbed state concept [J]. Rock and Soil Mechanics, 2021, 42(5): 1325-1334. |
[14] | SHI Zhen-hao, HUANG Mao-song, NI Yu-ping, . Intergranular-strain based constitutive model for saturated clay with anisotropic small-strain stiffness [J]. Rock and Soil Mechanics, 2021, 42(4): 1036-1044. |
[15] | REN Hua-ping, LIU Xi-zhong, XUAN Ming-min, YE Xing-yu, LI Qiang, ZHANG Sheng. Study of cumulative plastic deformation of compacted silt under cyclic loading [J]. Rock and Soil Mechanics, 2021, 42(4): 1045-1055. |
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